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PA Bulletin, Doc. No. 14-1576

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[44 Pa.B. 5074]
[Saturday, July 26, 2014]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS

 This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications concern, but are not limited to, discharges regarding industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFO). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376).

Location Permit Authority Application Type or Category
Section I NPDES Renewals
Section II NPDES New or Amendment
Section III WQM Industrial, Sewage or Animal Waste; Discharge into Groundwater
Section IV NPDES MS4 Individual Permit
Section V NPDES MS4 Permit Waiver
Section VI NPDES Individual Permit Stormwater Construction
Section VII NPDES NOI for Coverage under NPDES General Permits

 For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.

 For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 Individual Permits and Individual Stormwater Construction Permits in Sections IV and VI, the Department, based upon preliminary reviews, has made tentative determinations of proposed effluent limitations and other terms and conditions for the permit applications. In accordance with 25 Pa. Code § 92a.32(d), the proposed discharge of stormwater associated with construction activities will be managed in accordance with the requirements of 25 Pa. Code Chapter 102. These determinations are published as proposed actions for comments prior to taking final actions.

 Unless indicated otherwise, the United States Environmental Protection Agency (EPA) Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).

 Persons wishing to comment on NPDES applications are invited to submit statements to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on WQM permit applications are invited to submit statements to the office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform the Department of the exact basis of a comment and the relevant facts upon which it is based.

 The Department will also accept requests for public hearings on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.

 Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.

I. NPDES Renewal Applications

 Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915. Phone: 570-826-2511.

NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name
(Watershed No.) 		EPA Waived
Y/N?
PA0061786
(Sewage) 		Manwalamink Sewer
Company WWTP
River Road—Fort Depuy
Shawnee On Delaware, PA 18356 		Monroe County
Smithfield Township 		Brodhead Creek
(01E) 		Y
PA0061671
(Sewage) 		Greenfield Township
Sewer Authority
111 Lakeview Avenue
Carbondale, PA 18407 		Lackawanna County
Greenfield Township 		Unnamed Tributary to Dundaff Creek
(4-F) 		Y
 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481
NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name
(Watershed#) 		EPA Waived
Y/N?
PA0100625
(Industrial Waste) 		Brookville Travel Center
245 Allegheny Boulevard,
Brookville, PA 15825 		Jefferson County
Brookville Borough 		Clement Run
(17-C) 		Y
PA0104353
(Sewage) 		Oakleaf Estates MHP
88 Mitchell Road
West Middlesex, PA 15159 		Mercer County
Shenango Township 		Unnamed Tributary to the Shenango River
(20-A) 		Y
PA0001945
(Industrial Waste) 		Cemex Wampum Cement Plant
2001 Portland Park
Wampum, PA 16157-3913 		Lawrence County
Wampum Borough 		Unnamed Tributaries to the Beaver River
(20-B) 		Y
 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, Telephone: 412.442.4000.
NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name
(Watershed No.) 		EPA Waived
Y/N?
PA0025810
(Sewage) 		Shade Central City
Joint Authority
SR 0160
Central City, PA 15926 		Somerset County
Shade Township 		Dark Shade Creek
(18-E) 		N
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications

 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, Telephone: 412.442.4000.

 PA0025968, Sewage, Municipal Water Authority of Aliquippa, 160 Hopewell Avenue, Aliquippa, PA 15001. Facility Name: Aliquippa STP. This existing facility is located in City of Aliquippa, Beaver County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Ohio River, is located in State Water Plan Watershed 20-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 3.4 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Weekly
Average 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX Report XXX XXX XXX
Total Residual Chlorine
 (Interim- From Permit
 Effective Date through
 36th Month of Permit) 		XXX XXX XXX 1.0 XXX 3.3
 (Final-From 37th Month
 of Permit through Permit
 Expiration Date) 		XXX XXX XXX 0.5 XXX 1.6
CBOD5 709 1,078
Wkly Avg 		XXX 25 38 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 851 1,276
Wkly Avg 		XXX 30 45 60
Fecal Coliform (CFU/100 ml)
 Apr 1 - Oct 31 XXX XXX XXX 200  
Geo Mean 		XXX 400
 Nov 1 - Mar 31 XXX XXX XXX 2,000  
Geo Mean 		XXX 10,000
Total Nitrogen XXX XXX XXX XXX Report
Daily Max 		XXX
Ammonia-Nitrogen Report XXX XXX Report XXX Report
Total Phosphorus XXX XXX XXX XXX Report
Daily Max 		XXX

 In addition, the permit contains the following requirements:

 Outfall 101, which discharges to the receiving waters known as Ohio River via Outfall 001, serves as a stormwater discharge from areas in and around the treatment plant. This stormwater discharge shall meet the conditions in the NPDES permit, Part C-Requirements Applicable to Stormwater Outfalls.

 Part C of the NPDES permit contains a Total Residual Chlorine (TRC) Schedule of Compliance with specific milestones to achieve compliance with the above Final Best Available Technology (BAT) effluent limits for TRC.

 The EPA Waiver is not in effect.

 PA0005037, Industrial Waste, SIC Code 4911, NRG Homer City Services LLC, 1750 Power Plant Road, Homer City, PA 15748-8009. Facility Name: Homer City Generating Station. This existing facility is located in Center Township, Indiana County.

 Description of Existing Activity: The application is for the renewal of an NPDES permit for existing process, cooling and storm water discharges from a coal-fired power plant and ash landfill.

 The receiving stream(s), Blacklick Creek, Cherry Run, Two Lick Creek, Unnamed Stream, Unnamed Tributary of Blacklick Creek, Unnamed Tributary of Two Lick Creek, Unnamed Tributary to Blacklick Creek, Unnamed Tributary to Muddy Run and Unnamed Tributary to Two Lick Creek, is located in State Water Plan watershed 18-D and is classified for Trout Stocking and Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.1 MGD.

Mass (lb) Concentration (mg/l)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD)
 Jul 1-31 Report
Avg Mo 		     1.69
Daily Max 		XXX XXX XXX XXX
 Aug 1 - Jun 30 Report
Avg Mo 		     3.00
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Free Available Chlorine XXX XXX XXX 0.2 0.5 XXX
Temperature (°F)
 Jul 1-31 XXX XXX XXX XXX 99 XXX
 Aug 1 - Jun 30 XXX XXX XXX XXX 110 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Total Aluminum
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 7,997 XXX 0.75 0.75 0.75
Total Chromium XXX XXX XXX 0.2 0.2 XXX
Total Iron
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 15,994 XXX 1.5 3.0 3.75
Total Manganese
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 10,663 XXX 1.0 2.0 2.5
Sulfate XXX XXX XXX Report Report XXX
Total Thallium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.0008 0.0012 0.0020
Total Zinc XXX XXX XXX 1.0 1.0 XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.24 MGD.

Mass (lb) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX Report XXX XXX Report
Total Aluminum XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX Report Report XXX
Total Manganese XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 2.08 MGD.

Mass (lb) Concentration (mg/l)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report
Average Mo 		Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F)
 Jul 1-31 (Interim) XXX XXX XXX XXX 99 XXX
 Aug 1 - Jun 30 (Interim) XXX XXX XXX XXX 110 XXX
 Jan 1 - Feb 28 (Final) XXX XXX XXX XXX 38 XXX
 Mar 1-31 (Final) XXX XXX XXX XXX 42 XXX
 Apr 1-15 (Final) XXX XXX XXX XXX 48 XXX
 Apr 16-30 (Final) XXX XXX XXX XXX 53 XXX
 May 1-15 (Final) XXX XXX XXX XXX 56 XXX
 May 16-31 (Final) XXX XXX XXX XXX 60 XXX
 Jun 1-15 (Final) XXX XXX XXX XXX 64 XXX
 Jun 16-30 (Final) XXX XXX XXX XXX 68 XXX
 Jul 1-31 (Final) XXX XXX XXX XXX 72 XXX
 Aug 1-31 (Final) XXX XXX XXX XXX 71 XXX
 Sep 1-15 (Final) XXX XXX XXX XXX 67 XXX
 Sep 16-30 (Final) XXX XXX XXX XXX 61 XXX
 Oct 1-15 (Final) XXX XXX XXX XXX 56 XXX
 Oct 16-31 (Final) XXX XXX XXX XXX 52 XXX
 Nov 1-15 (Final) XXX XXX XXX XXX 47 XXX
 Nov 16-30 (Final) XXX XXX XXX XXX 42 XXX
 Dec 1-31 (Final) XXX XXX XXX XXX 40 XXX
Total Suspended Solids XXX XXX XXX 30 50 50
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 20 30
Total Aluminum
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 4,752 XXX 0.75 0.75 0.75
Total Iron
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 9,504 XXX 1.5 3.0 3.75
Total Manganese
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 6,336 XXX 1.0 2.0 2.5
Sulfate XXX XXX XXX Report Report XXX
Total Thallium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.00024 0.00038 0.0006
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.62 MGD.

Mass (lb) Concentration (mg/l)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report
Avg Mo 		Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30 100 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 20 30
Total Aluminum
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 731 XXX 0.75 0.75 0.75
Total Arsenic
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.010 0.016 0.025
Total Boron
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.6 2.5 4.0
Total Cadmium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.0014 0.0022 0.0035
Hexavalent Chromium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.011 0.016 0.028
Free Available Cyanide
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.0053 0.0082 0.0133
Dissolved Iron
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.30 0.47 0.75
Total Iron
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 1,462 XXX 1.5 3.0 3.75
Total Manganese
 (Interim) Report Report XXX 2.0 4.0 XXX
 (Final) Report 975 XXX 1.0 2.0 2.5
Total Nickel
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.35 0.54 0.88
Sulfate XXX XXX XXX Report Report XXX
Total Thallium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.00024 0.00038 0.0006
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 006 are for storm water discharges.

Mass (lb) Concentration (mg/l)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report
Avg Mo 		Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX Report Report XXX
Total Aluminum
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 1,089 XXX 0.75 0.75 0.75
Total Copper XXX XXX XXX Report Report XXX
Total Iron
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 2,178 XXX 1.5 3.0 3.75
Total Manganese
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 1,452 XXX 1.0 2.0 2.5
Total Nickel XXX XXX XXX Report Report XXX
Total Zinc XXX XXX XXX Report Report XXX

 The proposed effluent limits for Internal Monitoring Point 106 are for storm water discharges.

Mass (lb) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Aluminum XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Manganese XXX XXX XXX XXX Report XXX
Total Nickel XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Internal Monitoring Point 206 are for overflow discharges.

Mass (lb) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0

 The proposed effluent limits for Internal Monitoring Point 306 are for overflow discharges.

Mass (lb) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0

 The proposed effluent limits for Internal Monitoring Point 406 are for storm water discharges.

Mass (lb) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Aluminum XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Manganese XXX XXX XXX XXX Report XXX
Total Nickel XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Internal Monitoring Point 506 are for storm water discharges.

Mass (lb) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Total Aluminum XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Manganese XXX XXX XXX XXX Report XXX
Total Nickel XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 009 are for variable overflow discharges.

Mass (lb) Concentration (mg/l)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report
Avg Mo 		Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Total Aluminum
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 329 XXX 0.75 0.75 0.75
Total Copper XXX XXX XXX XXX Report XXX
Total Iron
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 659 XXX 1.5 3.0 3.75
Total Manganese
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 440 XXX 1.0 2.0 2.5
Total Nickel XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 014 are for storm water discharges.

Mass (lb) Concentration (mg/l)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report
Avg Mo 		Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30 60 XXX
Total Aluminum
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 1,427 XXX 0.75 0.75 0.75
Total Iron
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 2,857 XXX 1.5 3.0 3.75
Total Manganese
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 1,904 XXX 1.0 2.0 2.5

 The proposed effluent limits for Outfall 015 are for emergency bypasses.

Mass (lb) Concentration (mg/l)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report
Average Mo 		Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F)
 Jul 1-31 (Interim) XXX XXX XXX XXX 99 XXX
 Aug 1 - Jun 30 (Interim) XXX XXX XXX XXX 110 XXX
 Jan 1 - Feb 28 (Final) XXX XXX XXX XXX 38 XXX
 Mar 1-31 (Final) XXX XXX XXX XXX 42 XXX
 Apr 1-15 (Final) XXX XXX XXX XXX 48 XXX
 Apr 16-30 (Final) XXX XXX XXX XXX 53 XXX
 May 1-15 (Final) XXX XXX XXX XXX 56 XXX
 May 16-31 (Final) XXX XXX XXX XXX 60 XXX
 Jun 1-15 (Final) XXX XXX XXX XXX 64 XXX
 Jun 16-30 (Final) XXX XXX XXX XXX 68 XXX
 Jul 1-31 (Final) XXX XXX XXX XXX 72 XXX
 Aug 1-31 (Final) XXX XXX XXX XXX 71 XXX
 Sep 1-15 (Final) XXX XXX XXX XXX 67 XXX
 Sep 16-30 (Final) XXX XXX XXX XXX 61 XXX
 Oct 1-15 (Final) XXX XXX XXX XXX 56 XXX
 Oct 16-31 (Final) XXX XXX XXX XXX 52 XXX
 Nov 1-15 (Final) XXX XXX XXX XXX 47 XXX
 Nov 16-30 (Final) XXX XXX XXX XXX 42 XXX
 Dec 1-31 (Final) XXX XXX XXX XXX 40 XXX
Total Suspended Solids XXX XXX XXX 30 50 50
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 20 30
Total Aluminum
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 329 XXX 0.75 0.75 0.75
Total Iron
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 659 XXX 1.5 3.0 3.75
Total Manganese
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 440 XXX 1.0 2.0 2.5
Sulfate XXX XXX XXX Report Report XXX
Total Thallium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.00024 0.00038 0.0006
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 016 are for emergency overflows.

Mass (lb) Concentration (mg/l)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report
Average Mo 		Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F)
 Jul 1-31 (Interim) XXX XXX XXX XXX 99 XXX
 Aug 1-Jun 30 (Interim) XXX XXX XXX XXX 110 XXX
 Jan 1-Feb 28 (Final) XXX XXX XXX XXX 38 XXX
 Mar 1-31 (Final) XXX XXX XXX XXX 42 XXX
 Apr 1-15 (Final) XXX XXX XXX XXX 48 XXX
 Apr 16-30 (Final) XXX XXX XXX XXX 53 XXX
 May 1-15 (Final) XXX XXX XXX XXX 56 XXX
 May 16-31 (Final) XXX XXX XXX XXX 60 XXX
 Jun 1-15 (Final) XXX XXX XXX XXX 64 XXX
 Jun 16-30 (Final) XXX XXX XXX XXX 68 XXX
 Jul 1-31 (Final) XXX XXX XXX XXX 72 XXX
 Aug 1-31 (Final) XXX XXX XXX XXX 71 XXX
 Sep 1-15 (Final) XXX XXX XXX XXX 67 XXX
 Sep 16-30 (Final) XXX XXX XXX XXX 61 XXX
 Oct 1-15 (Final) XXX XXX XXX XXX 56 XXX
 Oct 16-31 (Final) XXX XXX XXX XXX 52 XXX
 Nov 1-15 (Final) XXX XXX XXX XXX 47 XXX
 Nov 16-30 (Final) XXX XXX XXX XXX 42 XXX
 Dec 1-31 (Final) XXX XXX XXX XXX 40 XXX
Total Suspended Solids XXX XXX XXX 30 50 50
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 20 30
Total Aluminum
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 329 XXX 0.75 0.75 0.75
Total Iron
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 659 XXX 1.5 3.0 3.75
Total Manganese
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 440 XXX 1.0 2.0 2.5
Sulfate XXX XXX XXX Report Report XXX
Total Thallium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.00024 0.00038 0.0006
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 017 are for storm water discharges.

Mass (lb) Concentration (mg/l)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
pH
 (Final) XXX XXX XXX XXX XXX Report
Total Suspended Solids
 (Final) XXX XXX XXX XXX Report XXX
Oil and Grease
 (Final) XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N
 (Final) XXX XXX XXX XXX Report XXX
Total Aluminum
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 327 XXX Report Report XXX
Total Copper
 (Final) XXX XXX XXX XXX Report XXX
Total Iron
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 655 XXX Report Report XXX
Total Manganese
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 436 XXX Report Report XXX
Total Nickel
 (Final) XXX XXX XXX XXX Report XXX
Total Zinc
 (Final) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 018 are based on a design flow of 2.14 MGD.

Mass (lb) Concentration (mg/l)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report
Avg Mo 		Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30 70 XXX
Oil and Grease XXX XXX XXX 15 20 30
Total Aluminum
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 914 XXX 0.75 0.75 0.75
Total Iron
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 1,828 XXX 1.5 3.0 3.75
Total Manganese
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 1,218 XXX 1.0 2.0 2.5
Total Thallium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.00024 0.00038 0.0006

 The proposed effluent limits for Outfall 019 are for storm water discharges.

Mass (lb) Concentration (mg/l)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
pH
 (Final) XXX XXX XXX XXX XXX Report
Total Suspended Solids
 (Final) XXX XXX XXX XXX Report XXX
Oil and Grease
 (Final) XXX XXX XXX XXX Report XXX
Total Aluminum
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 34 XXX Report Report XXX
Total Copper
 (Final) XXX XXX XXX XXX Report XXX
Total Iron
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 68 XXX Report Report XXX
Total Manganese
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 45 XXX Report Report XXX
Total Nickel
 (Final) XXX XXX XXX XXX Report XXX
Total Zinc
 (Final) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 020 are for emergency overflows.

Mass (lb) Concentration (mg/l)
Parameters Total Monthly Total
Annual 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report
Avg Mo 		Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30 100 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 20 30
Total Aluminum
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 173 XXX 0.75 0.75 0.75
Total Arsenic
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.010 0.016 0.025
Total Boron
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.6 2.5 4.0
Total Cadmium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.0014 0.0022 0.0035
Hexavalent Chromium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.011 0.016 0.028
Free Available Cyanide
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.0053 0.0082 0.0133
Dissolved Iron
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.30 0.47 0.75
Total Iron
 (Interim) Report Report XXX Report Report XXX
 (Final) Report 346 XXX 1.5 3.0 3.75
Total Manganese
 (Interim) Report Report XXX 2.0 4.0 XXX
 (Final) Report 231 XXX 1.0 2.0 2.5
Total Nickel
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.35 0.54 0.88
Sulfate XXX XXX XXX Report Report XXX
Total Thallium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.00024 0.00038 0.0006
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX

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